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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 LAccepted-AOC 2ND FLOOR SCO 17 HARMILAP NAGAR PHASE 1 DERABASSI PB | PATIALA | PUNJAB | 140401 | ₹36.0 L | L1 | Accepted-AOC in order |
| 2 | L2₹37.4 LRejected-Finance 1627 SECTOR 26 PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹37.4 L | L2 | Rejected-Finance NOT IN ORDER |
| 3 | Rejected-Technical 241 SECTOR 7 PANCHKULA | - | - | Rejected-Technical not in order |
Tender Value
₹38.2 L
EMD Value
₹76,360
Closing Date
27 Jan 2026, 12:00 pmClosed
Executive Engineer Roads Division No 1 MC Chd
Executive Engineer Roads Division No 1 MC Chd
Construction of Pedestrian Path Along V5 Road Sector 44 A, B and D as per Chandigarh Master Plan 2031
2025_MCC_89824_2
MCC/R1/2026/006
Open Tender
Civil Works
180 days
work
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
₹76,360
2 Apr 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 16.82
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). DSR 16.85
Providing and fixing PCC kerbs of size 2’-0” x 9” having 4” thickness at bottom and 3” thickness at top and made of plain cement concrete 1:2:4 duly vibrated and compacted. The rates also includes fixing in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. Length of finished kerb edging shall be measured for payment.
Taking out existing PCC Tiles from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60
Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of Engineer in Charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) DSR 4.1.10
Providing and fixing 100 x 100 x 75 mm cobble stone block of approved colour & shade ,hand cut and chisel dressed on top laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) DSR 4.1.2
Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete . DSR 16.44
Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in- Charge. DSR 4.18
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. DSR 11.8
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